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2631 WALNUT ST 2018-01-02 MF Import
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2631 WALNUT ST 2018-01-02 MF Import
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Last modified
3/23/2022 3:21:15 PM
Creation date
3/8/2017 2:30:06 PM
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Address Document
Street Name
WALNUT ST
Street Number
2631
Imported From Microfiche
Yes
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Z <br />G <br />1 <br />W6 M WI sTRIF.S INC ion ND - I f3 <br />OF NIWONA BHT OF <br />MOIM[[II 2100 S 11M AVENUE <br />FNKNl4 AAIZONA OW DATE C] _ p - <br />FOR DE[ Br <br />D[[C[I rTIDM -� <br />FDEG # 20 A CHKD BY <br />7 <br />t = O. 03G <br />�08 <br />O -n��li 6 5Q <br />QT 1,I <br />e I 1 <br />16 � <br />POSITIVE BENDING <br />A <br />Y <br />AY <br />AY' ID <br />( <br />0.50 <br />2.63 <br />1.31 <br />3.51 <br />0,01 <br />O2 <br />0.88 <br />2.88 <br />2.54 <br />7.30 <br />- <br />03 <br />2.88 <br />1.44 <br />4.15 <br />5.47 <br />1 97 <br />® <br />16.0c�- <br />- <br />- <br />- <br />55 <br />2.75 <br />1.38 <br />3.80 <br />5.24 <br />1.74 <br />© <br />O.63 <br />2.75 <br />1.7 3 <br />4.76 <br />- <br />0.38 <br />2.56 <br />o.97 <br />2.49 <br />- <br />124.021 114.5CI24.2713.7Z I <br />F-NEGATIVE BENDING _ 1 <br />A <br />Y <br />AY <br />AY` <br />l0 <br />OI <br />0.50 <br />2.63 <br />1.31 <br />3.51 <br />OI <br />02 <br />o.88 <br />2.88 <br />2,54 <br />4.15 <br />7.30 <br />5.97 <br />- <br />1.97 <br />O3 <br />0.88 <br />1.44 <br />0 <br />1.98 <br />- <br />- <br />- <br />- <br />O5 <br />2.75 <br />1.38 <br />3.80 <br />5.24 <br />1.74 <br />© <br />C.63 <br />2.75 <br />1.73 <br />4.76 <br />- <br />Q <br />o.38 <br />2.56 <br />0.47 <br />2A9 <br />- <br />10.Co <br />14.50 <br />29.27 <br />3.72 <br />0 _ 84 _ 3.4 < 26.2 -- = I5_93 = 443 ASSUME Cc-20000 <br />4 <br />t .0 36 t .036 (6..036(55)- 1.98) <br />Y21'5O=0.603' e C= 2,272" Y' 14.50 = 1.45'1 C•1.43" <br />24.02 10.00 <br />I _ 29.27 t 3.7Z - 2 4(.G 03)z= 24.27 1NE <br />5 = 24.27 = 10.70 IN'/IN t <br />2.27Z <br />20 #/FT2 LL: <br />I = 29. 27 + 3.72 - 10(lAQ2- )2.00 IN, <br />5 12.00=8.27w-ANt <br />1.45 <br />'� 20.000 < In. -IC, = 13.1 <br />I.Sx 22.5x,-33 J <br />(INVERTED, L MAX, 20,00Cx A.27x.036 = 11.6 <br />11 1.5 x 22.5x/.33 <br />MAX. CANTILEVER = 112 S.8 <br />200" CONCENTRATED LOAD <br />L MAW- 2000 10.07'Of <br />O.03 <br />3( 2 <br />FM M. 7[1 <br />J <br />
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